r= 7.36 m f the resultant of the point B, determine gystem at O. 45 kN 1.2 m A 18 kN

Q: 13. The magnitide of the three forces are Fi = 1.6 kN, F2 = 1.2 kN, and F = 1.0 kN. Compute their…

A: The resultant force is the force obtained by combining a system of forces and torques acting on a…

Q: The effective stress (kPa) at C is A 0.5 m y 16.0 kN/m? Ksat = 16.5 kN/m D. 0.5 m %3D Ysat = 20…

A:

Q: 24 KN/m 30 KN AC C B 3 m 5 m 3 m

A: Using slope deflection method

Q: 6. Determine the force at FBE, FDE and FCH 100 kN 100 kN 2 m 2 m A C H. 4 m 4 m 4 m 4 m 米

A:

Q: Determine the horizontal and vertical components of the resultant force the water exerts on plate AB…

A:

Q: Question attached

A: The vertical stress can be calculated by using the following relation ∆σA=2qπaaα1+α2+bα1 where, q=γH…

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: trapezoidal channel is discharging 20.40 m^3/sec at a depth of 1.2 m and a base width of 6 m. The…

A:

Q: An equilateral triangle plate of side 2.4 m placed horizontally in a liquid (sp. gr. =0.80) in such…

A: side of the triangular platea=2.4marea of the equilateral triangular plateA=34side2A=342.42A=2.06 m2

Q: 6. What is the gauge pressure at pint A, Y1 = 10 kN/m? A] Y2 = 25 kN/m3 %3D 50 cm h 10 cm Figure…

A:

Q: For equilibrium, compute the force in part B and its orientation for the given gusset plate. 8 kN…

A: The free body diagram of the given gusset plate is as follows:

Q: 6. Determine the force at FBE, FDE and FCH E 100 kN 100 kN 2 m F в D 2 m C H. 4 m 4 m 4 m 4 m

A: Vertical reaction at support A can be calculated as: VA×16=100×12+100×4⇒16VA=1600⇒VA=100 kN Taking…

Q: 12 KN Q 1 find stress Rod Rod D TCD ТАВ AB CD beam 10 m A uniform beam supported by two beam have…

A:

Q: Dam ABC is made of concrete 22 kN/m³. Determine the hydrostatic force and its moment about point C.…

A: Draw the free-body diagram of the dam. The unit weight of the concrete is γc=22 kN/m3. The unit…

Q: The bulk head AD is subjected to both water and soil- backfill pressures. Assuming AD is “pinned” to…

A: First, we draw the free body diagram:-

Q: Determine the maximum s hear stress developeol in the beam. 20 KN/m 0.25 cm 1.5 cm 2 cm 3 KN 0.25 cm…

A: The FBD of the beam is shown below: Taking equilibrium conditions:

Q: Q2: The sandbags on the beam create a distributed load , Find a single equivalent Resultant (R) and…

A:

Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

A:

Q: 3 Determine the following: 1. Axial force on DI. 2. Axial force on KO. 3. Axial force on OP.

A: Given data,

Q: Determine the largest angle B for which the uniform box can be in equilibrium. 0.5 m -H, = 0.45 1.2…

A:

Q: Determine the Resultant Force, its magnitude and direction of the given co-planar, concurrent forces…

A:

Q: نقطة واحدة * : Vertical stress in point P 10 m Y 26 kN/m3 -0.25 (Poisson's ratio) 65 kN/m2 O 260…

A:

Q: Problem 02.Determinethereactions at A,B, andthe horizontal and vertical components of the internal…

A:

Q: determine the resultant of the forces : A = 800N  at 40degrees , B=600N at 160degrees and C=200N at…

A:

Q: 3. Find the width b of the concrete dam necessary to prevent the dam from sliding. The coefficient…

A:

Q: The 45-kg homogeneous smooth sphere rests on the 32° incline A and bears against the smooth vertical…

A: Given data: Mass of the sphere (m)=45 kg  θ = 32o

Q: Example 6.24 Using the force (flexibility/compatibility) method. Analyse the structure in he figure…

A:

Q: The hydraulic cylinder extends at 0.5 m/s and determine the angular velocity and the angular…

A: The given figure is shown below:

Q: The 100-kg homogeneous smooth sphere rests on the 30° incline A and bears against the smooth…

A:

Q: a. Determine the vertical displacement at joint B b. Determine the horizontal displacement at joint…

A:

Q: A dam is triangular in cross-section with the upstream vertical. Water is flush at the top. The dam…

A:

Q: 11.6 The coordinates of two points on the virgin compression curve are as follows: o' (lb/ft²) 2000…

A: GIVEN:  The coordinates of two points on the virgin compression curve are -  TO DETERMINE:  The…

Q: 9 kN/m 6 kN/m 3 kN/m A B 1.5 m 3 m 1.5 m

A:

Q: Solve the value of Ely 1m from the free end. 6 kN 2 kN/m 4 kN A 3 m -1.5 m 1.5 m

A:

Q: Problem #6: 20 + A (kN) 5+ B (kN/m). 3 4 В A 4m 2m 2m | 17. Determine the reaction at B. (kN) |18.…

A:

Q: A layer of silty soil 5m thíck that lies below the ground surface at a particular site has the…

A:

Q: Vector F1=2.15 kN and vector F2=2.46 kN. Determine the resultant of these two vectors.

A: Given:- F1=2.15kN F2=2.46kN To find:- resultant of two vectors

Q: 10 KN 5 kN 2.5 1OKN 2m

A:

Q: Solve the value of Ely at the midspan. 2 kN/m 4 kN

A:

Q: 7.93 Determine the smallest force P necessary to hold the homogeneous 12-kg block in the position…

A: The block tries to move in the downward direction due to the self-weight of the block. Therefore,…

Q: Determine the member force LK(kN) in the figure shown. 2 m-2 m 2m 2 m 2m 2 m 2 m 2 m a 50 kN 50 kN…

A: We have to determine the value of member force LK in KN as shown in the figure as per the given data…

Q: 4. The following structure is subjected to different loads. Calculate the vertical displacements of…

A: support reactions   VA=VB=FP2and    HB=0

Q: 1.5 m 3 m A SAND 4 m + = 28 ° B Y = 16.5 kN/m3 4 m 1.5 m

A: High

Q: The braced cut of two layers of clay is shown in the figure. 1 H = 3 m; y; = 16 kN'm² c; = 21 kN/m²…

A: According to given data  he braced cut of two layers of clay is shown in the figure. H = 3 m: Y1 =…

Q: A 2.8m square plate is completely immersed under water in a vertical position such that the two…

A:

Q: Determine the magnitude and location of the resultant hydrostatic forceacting on the submerged…

A: Give Data:- Determining the location of centre of the pressure Width of the plate = 1.5 m Density of…

Q: 1.5 m 3 m A SAND 4 m + = 28 ° B Y = 16.5 kN/m3 4 m 1.5 m

A:

Q: 3. FIND THE MAGNITUDE AND LOCATION OF THE RESULTANT FROM THE LEFT. (M+G) kN/m G kN/m M kN/m Lm L m

A: Consider the figure,

Q: Determine the largest angle B for which the uniform box can be in equilibrium. 0.5 m -4, = 0.45 1.2…

A:

Q: 2/84 Determine and locate the resultant R of the two forces and one couple acting on the I-beam. 8…

A: Two loads P1=8kN and p2=5KNCouple =25KN.m

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.